JP7102357B2 - Long material connection structure - Google Patents

Long material connection structure Download PDF

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JP7102357B2
JP7102357B2 JP2019001287A JP2019001287A JP7102357B2 JP 7102357 B2 JP7102357 B2 JP 7102357B2 JP 2019001287 A JP2019001287 A JP 2019001287A JP 2019001287 A JP2019001287 A JP 2019001287A JP 7102357 B2 JP7102357 B2 JP 7102357B2
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JP2020111884A (en
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弘城 赤峯
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YKK AP Inc
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本発明は、2本の長尺材を連結する長尺材の連結構造に関する。 The present invention relates to a connecting structure of a long material that connects two long materials.

従来、2本の長尺材を連結する長尺材の連結構造としては、例えば、長手方向に連ねた2本の梁部材の外側間に跨がって配置される第1プレートと、2本の梁部材を挟んで第1プレートに対向配置される第2プレートとを有し、第1プレート、第2プレート、及び、梁部材を貫通するボルトにナットを締め込むことにより2本の梁部材を連結する梁部材の接合構造が知られている(例えば、特許文献1参照)。梁には、大きな荷重が作用するので、2本の梁部材に跨がる部材を介してボルトとナットにて連結する場合には、数多数のボルトが用いられている。 Conventionally, as a connecting structure of a long member for connecting two long members, for example, a first plate arranged so as to straddle the outside of two beam members connected in the longitudinal direction and two pieces. It has a second plate that is arranged to face the first plate with the beam member in between, and two beam members by tightening nuts to the first plate, the second plate, and the bolt that penetrates the beam member. A joint structure of beam members connecting the above is known (see, for example, Patent Document 1). Since a large load acts on the beam, a large number of bolts are used when connecting with bolts and nuts via a member straddling the two beam members.

特開平4-166527号公報Japanese Unexamined Patent Publication No. 4-166527

上記梁部材の接合構造のように、数多くのボルトを用いる場合には、各々のボルトを第1プレート、第2プレート、及び、梁部材のように複数の部材を挿通させるので、複数の部材に各々設けられている、ボルトが挿通される多数の孔が全て重なる状態としてボルトを挿通させることは難しい。このため、例えば、より離れた位置に設けられている孔からボルトを挿通させ、各ボルトの締める順序を考えつつボルトを挿通させてボルトを締め込まなければならない。また、ある孔のボルトを締めることにより、他の孔にボルトが挿通できなくなった場合には、既に締めたボルトを緩めて締め直さなければならないため、作業が煩雑であるという課題がある。 When a large number of bolts are used as in the joint structure of the beam members, each bolt is inserted into the first plate, the second plate, and a plurality of members such as the beam member. It is difficult to insert a bolt in a state in which a large number of holes for inserting a bolt, which are provided for each, all overlap. For this reason, for example, bolts must be inserted through holes provided at distant positions, and bolts must be inserted and tightened while considering the tightening order of each bolt. Further, when a bolt in a certain hole cannot be inserted into another hole by tightening the bolt, the bolt that has already been tightened must be loosened and re-tightened, which causes a problem that the work is complicated.

本発明は、かかる課題に鑑みてなされたものであり、その目的とするところは、2本の長尺材を容易に連結することが可能な長尺材の連結構造を提供することにある。 The present invention has been made in view of such a problem, and an object of the present invention is to provide a connecting structure of long members capable of easily connecting two long members.

かかる目的を達成するために本発明の長尺材の連結構造は、2本の長尺材と、前記2本の長尺材に掛け渡される長尺材連結材と、を有し、各々の前記長尺材は、基準となる長尺材側基準孔と、前記長尺材側基準孔に基づいて配置されボルトが挿通される複数の挿通孔と、を有し、前記長尺材連結材は、基準となる2つの連結材側基準孔と、前記連結材側基準孔に基づいて配置され前記ボルトが螺合される複数の螺合孔と、を有し、前記2つの連結材側基準孔の位置と各々の前記長尺材の前記長尺材側基準孔の位置とが一致している状態で連結されていることを特徴とする長尺材の連結構造である。
本発明の他の特徴については、本明細書及び添付図面の記載により明らかにする。
In order to achieve such an object, the connecting structure of the long material of the present invention has two long materials and a long material connecting material hung over the two long materials, and each of them has a connecting structure. The long material has a reference hole on the long material side as a reference and a plurality of insertion holes arranged based on the reference hole on the long material side and through which bolts are inserted, and the long material connecting material. Has two reference holes on the connecting material side as a reference and a plurality of screwing holes arranged based on the reference holes on the connecting material side and into which the bolts are screwed. It is a connecting structure of a long material, characterized in that the positions of the holes and the positions of the reference holes on the long material side of each of the long materials are connected in a state of being coincident with each other.
Other features of the present invention will be clarified by the description in the present specification and the accompanying drawings.

本発明によれば、2本の長尺材を容易に連結することが可能である。 According to the present invention, it is possible to easily connect two long members.

本発明の長尺材の連結構造をなす梁の一使用例であるカーポートを示す図である。It is a figure which shows the carport which is an example of use of the beam which forms the connecting structure of the long lumber of this invention. 梁の構成を示す分解斜視図である。It is an exploded perspective view which shows the structure of a beam. 梁を長手方向に沿って切断した縦断面図である。It is a vertical cross-sectional view which cut the beam along the longitudinal direction. 梁を幅方向に沿って切断した縦断面図である。It is a vertical cross-sectional view which cut the beam along the width direction. 梁を下方から見た図である。It is the figure which looked at the beam from the bottom. 梁部材の下面部を示す図である。It is a figure which shows the lower surface part of the beam member. 図3におけるA部の拡大図である。It is an enlarged view of the part A in FIG. 梁連結材の下面を示す図である。It is a figure which shows the lower surface of the beam connecting material. 下連結材の当接板部を示す図である。It is a figure which shows the contact plate part of the lower connecting material. 2本の梁部材を連結する方法を示す図である。It is a figure which shows the method of connecting two beam members.

以下、本発明の一実施形態に係る長尺材の連結構造について図面を参照して説明する。
本実施形態においては、例えば、図1に示すように、3台の車両2を並べて駐車可能な3台用のカーポート1に用いられ、3台が並ぶ間口に沿うように掛け渡され、2本の長尺材としての梁部材30が連結されている前梁(以下、梁という)3を例に挙げて説明する。
Hereinafter, the connecting structure of the long material according to the embodiment of the present invention will be described with reference to the drawings.
In the present embodiment, for example, as shown in FIG. 1, it is used for a carport 1 for three vehicles in which three vehicles 2 can be parked side by side, and is hung along the frontage where the three vehicles are lined up. A front beam (hereinafter referred to as a beam) 3 to which a beam member 30 as a long member of a book is connected will be described as an example.

本実施形態の梁3は、カーポート1が有する4本の柱4のうち、車両2の進入方向において手前側に立設されている2本の柱4の上端間に架け渡されている。図1の例では、梁3の上方に、梁3に設けられた束材5を介して屋根6が設けられている。 The beam 3 of the present embodiment is bridged between the upper ends of the two pillars 4 erected on the front side in the approach direction of the vehicle 2 among the four pillars 4 of the carport 1. In the example of FIG. 1, a roof 6 is provided above the beam 3 via a bundle member 5 provided on the beam 3.

以下の説明においては、梁3が、カーポート1に組み込まれている状態で、上下となる方向を上下方向、間口に沿う方向であり梁3の長手となる方向を長手方向または左右方向、カーポート1の奥行きとなる方向を幅方向として示す。また、梁3を構成する各部材については単体の状態であっても、梁3がカーポート1に組み込まれている状態にて上下方向、左右方向または長手方向、幅方向にて方向を特定して説明する。尚、図面においては、同一図面において複数示されている部材の符号を一部省略している。 In the following description, in the state where the beam 3 is incorporated in the car port 1, the vertical direction is the vertical direction, the direction along the frontage and the longitudinal direction of the beam 3 is the longitudinal direction or the left-right direction, and the car. The direction of the depth of the port 1 is shown as the width direction. Further, even if each member constituting the beam 3 is in a single state, the direction is specified in the vertical direction, the horizontal direction, the longitudinal direction, and the width direction while the beam 3 is incorporated in the car port 1. I will explain. In the drawings, some reference numerals of the members shown in the same drawing are omitted.

梁3は、図2~図4に示すように、連結される2本の梁部材30と、2本の梁部材30内に挿入されて掛け渡される長尺材連結材としての梁連結材31と、2本の梁部材30の下面部30fに掛け渡される下連結材32と、2本の梁部材30に嵌合されて下側を覆う下カバー33と、各梁部材30の上に固定される梁化粧材34と、を有している。 As shown in FIGS. 2 to 4, the beam 3 includes two beam members 30 to be connected and a beam connecting member 31 as a long member connecting member inserted into the two beam members 30 and hung. , A lower connecting member 32 spanned over the lower surface portion 30f of the two beam members 30, a lower cover 33 fitted to the two beam members 30 to cover the lower side, and fixed on each beam member 30. It has a beam decorative material 34 and a beam decorative material 34.

梁3は、2本の梁部材30が長手方向に連ねて配置され互いの小口30aが突き合わされるとともに内部に梁連結材31が挿入されている。梁3の下側では、図5に示すように、2本の梁部材30に跨がって当接される下連結材32とともに2本の梁部材30が梁連結材31にボルト7及びドリルねじ8により固定されている。梁3の上側では、2本の梁部材30の各々と梁化粧材34とが2本の梁部材30に掛け渡されている梁連結材31にボルト7により固定されている。以下、詳述する。 In the beam 3, two beam members 30 are arranged in a row in the longitudinal direction, the edges 30a are abutted against each other, and the beam connecting member 31 is inserted inside. On the lower side of the beam 3, as shown in FIG. 5, two beam members 30 are attached to the beam connecting member 31 with bolts 7 and a drill together with the lower connecting member 32 which is brought into contact with the two beam members 30. It is fixed by a screw 8. On the upper side of the beam 3, each of the two beam members 30 and the beam decorative material 34 are fixed to the beam connecting member 31 spanning the two beam members 30 by bolts 7. The details will be described below.

連結される2本の梁部材30は、長手方向に貫通する中空部30bを有するアルミニウム製の押出成形部材であって、同一の部材である。各梁部材30は、図4に示すように、断面形状がほぼ矩形状をなす中空部30bを形成する梁本体部30cと、梁本体部30cよりも下方に延出された下延出部30dと、を有している。 The two beam members 30 to be connected are aluminum extrusion-molded members having a hollow portion 30b penetrating in the longitudinal direction, and are the same members. As shown in FIG. 4, each beam member 30 has a beam main body portion 30c forming a hollow portion 30b having a substantially rectangular cross-sectional shape, and a downward extending portion 30d extending below the beam main body portion 30c. And have.

梁本体部30cは、幅方向において対向する梁壁部30eと、梁壁部30eの下端同士を繋ぐ下面部30fと、対向する梁壁部30eの上端部から各々対向する側に僅かに延出された対向延出部30gと、各対向延出部30gの先端から上方に立ち上がる立ち上がり部30hと、立ち上がり部30hの上端同士を繋ぐ上面部30iと、を有している。下延出部30dは、梁壁部30eと繋がって下面部30fよりも下方に延出され、幅方向において互いに対向している。 The beam body portion 30c is a beam wall portion 30e facing each other in the width direction, a lower surface portion 30f connecting the lower ends of the beam wall portions 30e, and a facing extending portion slightly extending from the upper end portions of the opposing beam wall portions 30e to opposite sides. It has 30 g, a rising portion 30h that rises upward from the tip of each facing extending portion 30g, and an upper surface portion 30i that connects the upper ends of the rising portions 30h. The lower extending portion 30d is connected to the beam wall portion 30e and extends below the lower surface portion 30f, and faces each other in the width direction.

各梁部材30の下面部30fには、図6に示すように、連結される端部側に、梁連結材31とともに挿通部材としてのピン9が挿通される2つ長尺材側基準孔としての梁側基準孔30jと、梁連結材31に螺合されるボルト7が下連結材32とともに挿通される8個の梁挿通孔30kと、が設けられている。ピン9は、図7に示すように、直径が同一の円柱部9aと、円柱部9aと繋がって先端側の直径が円柱部9aの直径より漸次小さくなるテーパ部9bとを有している。 As shown in FIG. 6, the lower surface portion 30f of each beam member 30 has two long member side reference holes through which a pin 9 as an insertion member is inserted together with a beam connecting member 31 on the connecting end side. The beam side reference hole 30j and eight beam insertion holes 30k through which the bolt 7 screwed into the beam connecting member 31 is inserted together with the lower connecting member 32 are provided. As shown in FIG. 7, the pin 9 has a cylindrical portion 9a having the same diameter and a tapered portion 9b connected to the cylindrical portion 9a and having a diameter on the tip side gradually becoming smaller than the diameter of the cylindrical portion 9a.

2つの梁側基準孔30jは、連結される梁部材30の突き合わされる小口30aに対して、8個の梁挿通孔30kよりも離れた側に配置されている。8個の梁挿通孔30kは、長手方向に互いに間隔を空けて配置された4個ずつの梁挿通孔30kが、幅方向に2列に設けられており、4個ずつ並べられた梁挿通孔30kの、小口30aとは反対側に梁側基準孔30jがそれぞれ梁挿通孔30kと間隔を空けて設けられている。すなわち、長手方向に並べられた4個の梁挿通孔30kは、小口30aと梁側基準孔30jとの間に配置されている。 The two beam-side reference holes 30j are arranged on the side separated from the eight beam insertion holes 30k with respect to the abutting edges 30a of the beam members 30 to be connected. The eight beam insertion holes 30k are provided with four beam insertion holes 30k arranged at intervals in the longitudinal direction in two rows in the width direction, and the four beam insertion holes are arranged in two rows. A beam-side reference hole 30j is provided on the side of the 30k opposite to the edge 30a at intervals from the beam insertion hole 30k. That is, the four beam insertion holes 30k arranged in the longitudinal direction are arranged between the edge 30a and the beam side reference hole 30j.

8個の梁挿通孔30k、及び、突き合わされる小口30aの位置は、2つの梁側基準孔30jのいずれか一方に基づいて、すなわち、2つの梁側基準孔30jのいずれか一方を基準として設定されており、押出成形された部材にNC加工が施されて各梁部材30が形成されている。また、上面部30iには、下面部30fに設けられている8個の梁挿通孔30kのうちの小口30a側に設けられている6つの梁挿通孔30kと対向する位置に梁挿通孔30kが設けられている。 The positions of the eight beam insertion holes 30k and the abutment edges 30a are based on one of the two beam-side reference holes 30j, that is, with reference to one of the two beam-side reference holes 30j. Each beam member 30 is formed by NC processing on the extruded member. Further, the upper surface portion 30i has a beam insertion hole 30k at a position facing the six beam insertion holes 30k provided on the edge 30a side of the eight beam insertion holes 30k provided on the lower surface portion 30f. It is provided.

梁連結材31は、アルミニウム・亜鉛合金めっき鋼板を断面がコ字状をなすように曲げ加工を施した2つの連結鋼材310を、図4に示すように、互いの開放された側を幅方向に向かい合わせて接合し、断面が矩形状の角パイプ状をなしている。2つの連結鋼材310は、開放されている側の先端同士を重なり合わせて溶接されている。このとき、溶接した後の外周側の接合面が平坦になるように、重ねる一方の連結鋼材310の端部は、ほぼ板厚分、段曲げされている。溶接された梁連結材31は、長手方向に貫通する矩形状の中空部31aを有している。 The beam connecting member 31 consists of two connecting steel members 310 obtained by bending an aluminum-zinc alloy plated steel sheet so as to have a U-shaped cross section, and as shown in FIG. They are joined facing each other to form a square pipe with a rectangular cross section. The two connecting steel materials 310 are welded by overlapping the tips on the open side. At this time, the ends of the connecting steel materials 310 to be stacked are step-bent by substantially the plate thickness so that the joint surface on the outer peripheral side after welding becomes flat. The welded beam connecting member 31 has a rectangular hollow portion 31a penetrating in the longitudinal direction.

梁連結材31の長手方向の長さは、2本の梁部材30の小口30a同士を突き合わせたときの、一方の梁部材30の梁側基準孔30jと他方の梁部材30の梁側基準孔30jとの間隔より長く形成されている。また、梁連結材31の幅は、梁本体部30cが有する2つの立ち上がり部30hの間隔よりも僅かに狭く、梁連結材31の高さは、梁本体部30cの上面部30iと下面部30fとの間隔よりも僅かに低く形成されている。 The length of the beam connecting member 31 in the longitudinal direction is the beam-side reference hole 30j of one beam member 30 and the beam-side reference hole of the other beam member 30 when the edges 30a of the two beam members 30 are butted against each other. It is formed longer than the interval with 30j. Further, the width of the beam connecting member 31 is slightly narrower than the distance between the two rising portions 30h of the beam main body 30c, and the height of the beam connecting member 31 is the upper surface 30i and the lower surface 30f of the beam main body 30c. It is formed slightly lower than the distance from.

梁連結材31の下外面部31bには、図8に示すように、長手方向における両端部側にそれぞれ、梁側基準孔30jに挿通されるピン9が挿通される連結材側基準孔31cと、両端部側に2つずつ設けられた連結材側基準孔31cの間に、各梁連結材31の梁挿通孔30kに挿通されたボルトが螺合される16個の螺合孔31dと、が設けられている。ここで、梁連結材31の下面31eが梁連結材31の同一平面をなす外側面に相当する。 As shown in FIG. 8, the lower outer surface portion 31b of the beam connecting member 31 has a connecting member side reference hole 31c through which a pin 9 inserted into the beam side reference hole 30j is inserted on both end sides in the longitudinal direction. 16 screw holes 31d into which bolts inserted into the beam insertion holes 30k of each beam connection material 31 are screwed between the connection material side reference holes 31c provided on both end sides. Is provided. Here, the lower surface 31e of the beam connecting member 31 corresponds to the outer surface forming the same plane of the beam connecting member 31.

梁部材30に設けられている梁側基準孔30jと梁連結材31に設けられている連結材側基準孔31cとは同一の直径であり、ピン9の円柱部9aが嵌入可能に、ピン9の円柱部9aの直径より僅かに大きく形成されている。また、梁部材30に設けられている梁挿通孔30kは、ボルト7が挿通可能に、ボルト7の直径よりも僅かに大きく形成されている。そして、ピン9の円柱部9aと梁側基準孔30j及び連結材側基準孔31cと、ボルト7と梁挿通孔30kとは、いずれも僅かなクリアランスを有しているが、ピン9の円柱部9aと梁側基準孔30j及び連結材側基準孔31cとのクリアランスの方が、ボルト7と梁挿通孔30kとのクリアランスより小さく設定されている。 The beam-side reference hole 30j provided in the beam member 30 and the connecting member-side reference hole 31c provided in the beam connecting member 31 have the same diameter, and the cylindrical portion 9a of the pin 9 can be fitted into the pin 9 It is formed to be slightly larger than the diameter of the columnar portion 9a of the above. Further, the beam insertion hole 30k provided in the beam member 30 is formed to be slightly larger than the diameter of the bolt 7 so that the bolt 7 can be inserted. The columnar portion 9a of the pin 9, the beam side reference hole 30j, the connecting material side reference hole 31c, and the bolt 7 and the beam insertion hole 30k all have a slight clearance, but the columnar portion of the pin 9 The clearance between 9a and the beam-side reference hole 30j and the connecting member-side reference hole 31c is set smaller than the clearance between the bolt 7 and the beam insertion hole 30k.

4個の連結材側基準孔31cの長手方向における間隔は、2本の梁部材30の小口30a同士を突き合わせたときの、一方の梁部材30の梁側基準孔30jと他方の梁部材30の梁側基準孔30jとの間隔と一致するように、一方の端側に設けられる連結材側基準孔31cに対して他方の端側に設けられる連結材側基準孔31cの位置が設定されている。また、長手方向において、一方の端部側に配置される8個の螺合孔31dは、一方の端側に設けられる連結材側基準孔31cを基準として設定されており、他方の端部側に配置される8個の螺合孔31dは、他方の端側に設けられる連結材側基準孔31cを基準として設定されている。 The distance between the four connecting member side reference holes 31c in the longitudinal direction is that of the beam side reference hole 30j of one beam member 30 and the other beam member 30 when the edges 30a of the two beam members 30 are butted against each other. The position of the connecting material side reference hole 31c provided on the other end side is set with respect to the connecting material side reference hole 31c provided on one end side so as to match the distance from the beam side reference hole 30j. .. Further, in the longitudinal direction, the eight screw holes 31d arranged on one end side are set with reference to the connecting material side reference hole 31c provided on one end side, and the other end side. The eight screw holes 31d arranged in the above are set with reference to the connecting member side reference hole 31c provided on the other end side.

より具体的には、梁連結材31の一方の端側に配置された2個の連結材側基準孔31c及び8個の螺合孔31dと、他方の端側に配置された2個の連結材側基準孔31c及び8個の螺合孔31dとは、梁連結材31の長手方向における中央の位置から振り分けて線対称の位置に配置されている。また、一方の端側に配置された8個の螺合孔31dのうちの最も他端側に配置された2個の螺合孔31dと、他方の端側に配置された8個の螺合孔31dのうちの最も一端側に配置された2個の螺合孔31dと、長手方向における間隔は、他の螺合孔31dの長手方向における間隔よりも広く設けられている。 More specifically, the two connecting member side reference holes 31c and the eight screwing holes 31d arranged on one end side of the beam connecting member 31 and the two connecting members arranged on the other end side. The material-side reference holes 31c and the eight screw holes 31d are arranged at line-symmetrical positions separated from the central position in the longitudinal direction of the beam connecting material 31. Further, two screw holes 31d arranged on the farthest end side of the eight screw holes 31d arranged on one end side and eight screws arranged on the other end side. The distance between the two screw holes 31d arranged on the most one end side of the holes 31d in the longitudinal direction is wider than the distance between the other screw holes 31d in the longitudinal direction.

そして、梁連結材31を連結する2本の梁部材30に掛け渡すように中空部30b内に挿入し、各梁部材30の小口30aを当接させ、各梁部材30の梁側基準孔30jと梁連結材31の連結材側基準孔31cとにピン9を嵌入すると、2本の梁部材30の互いの小口30aが突き合わされて当接した状態で、各梁挿通孔30kと各螺合孔31dとがほぼ中心が揃い重なり合うように構成されている。 Then, the beam connecting member 31 is inserted into the hollow portion 30b so as to hang over the two beam members 30 to be connected, the edges 30a of each beam member 30 are brought into contact with each other, and the beam side reference hole 30j of each beam member 30 is brought into contact with the beam member 30. When the pin 9 is fitted into the connecting member side reference hole 31c of the beam connecting member 31, the two beam member 30s are screwed to each beam insertion hole 30k in a state where the edges 30a of the two beam members 30 are abutted against each other. It is configured so that the holes 31d and the holes 31d are substantially aligned and overlap with each other.

梁連結材31の上面には、下外面部31bに設けられている16個の螺合孔31dのうちの長手方向における中央側に設けられている12個の螺合孔31dと対向する位置に螺合孔31dが設けられている。 On the upper surface of the beam connecting member 31, at a position facing the 12 screw holes 31d provided on the central side in the longitudinal direction among the 16 screw holes 31d provided on the lower outer surface portion 31b. A screw hole 31d is provided.

下連結材32は、アルミニウム・亜鉛合金めっき鋼板を断面がコ字状をなすように曲げ加工を施して形成されている。下連結材32は、図4に示すように、梁3の下面部30fと対面して下方から当接される当接板部32aと、当接板部32aの幅方向における両縁から各々垂設される垂設板部32bと、を有している。下連結材32の長手方向の長さは、梁連結材31の長手方向における中央側に設けられている12個の螺合孔31dが設けられている領域を覆い、残り4個の螺合孔31dに当接板部32aが被らない長さに設定され、幅方向の幅は、梁連結材31の幅方向の幅と同じ幅に形成されている。 The lower connecting member 32 is formed by bending an aluminum-zinc alloy plated steel sheet so that the cross section is U-shaped. As shown in FIG. 4, the lower connecting member 32 hangs down from both the abutting plate portion 32a facing the lower surface portion 30f of the beam 3 and abutting from below and both edges of the abutting plate portion 32a in the width direction. It has a vertical plate portion 32b to be installed. The length of the lower connecting member 32 in the longitudinal direction covers the area where the 12 screw holes 31d provided on the central side in the longitudinal direction of the beam connecting member 31 are provided, and the remaining four screw holes are provided. The length is set so that the contact plate portion 32a does not cover the 31d, and the width in the width direction is formed to be the same as the width in the width direction of the beam connecting member 31.

当接板部32aには、梁連結材31を2本の梁部材30の中空部30b内に挿入し、各梁部材30の小口30aを当接させてピン9を嵌入させた状態で、当該当接板部32aを2本の梁部材30の下面部30fに当接させたときに、図9に示すように、梁連結材31の長手方向における中央側に設けられている12個の螺合孔31dと重なる位置に、ボルト7が挿通される12個の補強材挿通孔32cと、12個の補強材挿通孔32cの周りにドリルねじ8が螺合される位置を示す複数の位置指示孔32dと、が設けられている。ここで、ドリルねじ8とは、回転にすることにより下孔を開け、タップを立て、締め付けることができるねじを示している。 The beam connecting member 31 is inserted into the hollow portion 30b of the two beam members 30 into the abutting plate portion 32a, and the edge 30a of each beam member 30 is brought into contact with the abutment plate portion 32a to fit the pin 9. When the contact plate portion 32a is brought into contact with the lower surface portion 30f of the two beam members 30, 12 screws provided on the central side of the beam connecting member 31 in the longitudinal direction, as shown in FIG. A plurality of position indications indicating the positions where the 12 reinforcing material insertion holes 32c through which the bolts 7 are inserted and the drill screws 8 are screwed around the 12 reinforcing material insertion holes 32c at the positions overlapping the joint holes 31d. A hole 32d and a hole 32d are provided. Here, the drill screw 8 indicates a screw that can be rotated to make a pilot hole, to erect a tap, and to tighten it.

梁連結材31に設けられている螺合孔31dと重なる位置に設けられている12個の補強材挿通孔32cは、下連結材32の長手方向における中央の位置から振り分けて線対称の位置に配置されている。12個の補強材挿通孔32cのうちの長手方向に並ぶ6個の補強材挿通孔32cは、中央側に位置する2個の補強材挿通孔32cの間隔が、他の補強材挿通孔32cの間隔より広く設けられている。 The 12 reinforcing material insertion holes 32c provided at positions overlapping the screw holes 31d provided in the beam connecting member 31 are sorted from the central position in the longitudinal direction of the lower connecting member 32 to a line-symmetrical position. It is arranged. Of the 12 reinforcing material insertion holes 32c, the six reinforcing material insertion holes 32c arranged in the longitudinal direction have the distance between the two reinforcing material insertion holes 32c located on the center side of the other reinforcing material insertion holes 32c. It is provided wider than the interval.

複数の位置指示孔32dは、ドリルねじ8の直径よりも僅かに小さな下孔の直径よりも更に小さく形成されている。位置指示孔32dは、長手方向に並ぶ6個の補強材挿通孔32cの間と、幅方向に並ぶ2個の補強材挿通孔32cの間とにそれぞれ設けられている。長手方向に並ぶ6個の補強材挿通孔32cの間には、中央側に位置する2個の補強材挿通孔32c間に2個と、その他の互いに隣り合う2個の補強材挿通孔32c間に1個ずつ位置指示孔32dが設けられている。幅方向に並ぶ2個の補強材挿通孔32cの間には、それぞれ2個ずつ位置指示孔32dが設けられている。 The plurality of position indicating holes 32d are formed to be smaller than the diameter of the prepared hole, which is slightly smaller than the diameter of the drill screw 8. The position indicating holes 32d are provided between the six reinforcing material insertion holes 32c arranged in the longitudinal direction and between the two reinforcing material insertion holes 32c arranged in the width direction, respectively. Between the six reinforcing material insertion holes 32c arranged in the longitudinal direction, two between the two reinforcing material insertion holes 32c located on the center side and between the other two reinforcing material insertion holes 32c adjacent to each other. Each of the position indicating holes 32d is provided. Two position indicating holes 32d are provided between the two reinforcing material insertion holes 32c arranged in the width direction.

次に、2本の梁部材30を連結する方法について説明する。
図10に示すように、2本の梁部材30を連結する場合には、まず、2本の梁部材30の下面部30f及び梁連結材31の下外面部31b側が上方に向くように配置しておく(梁部材配置ステップS1)。次に、一方の梁3の中空部30bに梁連結材31を挿入し、梁側基準孔30jと連結材側基準孔31cとにピン9のテーパ部9bを挿通させる。次に、梁連結材31の反対側を、他方の梁3に挿入し、他方の梁側の梁側基準孔30jと連結材側基準孔31cにピン9のテーパ部9bを挿通させる。
Next, a method of connecting the two beam members 30 will be described.
As shown in FIG. 10, when connecting the two beam members 30, first, the lower surface portion 30f of the two beam members 30 and the lower outer surface portion 31b side of the beam connecting member 31 are arranged so as to face upward. (Beam member arrangement step S1). Next, the beam connecting member 31 is inserted into the hollow portion 30b of one of the beams 3, and the tapered portion 9b of the pin 9 is inserted into the beam side reference hole 30j and the connecting member side reference hole 31c. Next, the opposite side of the beam connecting member 31 is inserted into the other beam 3, and the tapered portion 9b of the pin 9 is inserted into the beam side reference hole 30j and the connecting member side reference hole 31c on the other beam side.

次に、テーパ部9bが挿通されているピン9をハンマー等により打ち込んで、ピン9の円柱部9aを梁側基準孔30jと連結材側基準孔31cとに嵌入させる(ピン嵌入ステップS2)。このとき、2本の梁3の小口30a同士は突き合わされて当接した状態となり、各梁挿通孔30kと各螺合孔31dとがほぼ中心が揃い重なり合う。このため、ピン9の円柱部9aは、梁部材30の下面部30fの肉厚と梁連結材31の肉厚とを合わせた厚みよりも長く形成されている。 Next, the pin 9 through which the tapered portion 9b is inserted is driven by a hammer or the like to fit the cylindrical portion 9a of the pin 9 into the beam side reference hole 30j and the connecting member side reference hole 31c (pin fitting step S2). At this time, the edges 30a of the two beams 3 are abutted against each other and are in contact with each other, and the beam insertion holes 30k and the screw holes 31d are substantially centered and overlapped. Therefore, the columnar portion 9a of the pin 9 is formed to be longer than the total thickness of the wall thickness of the lower surface portion 30f of the beam member 30 and the wall thickness of the beam connecting member 31.

次に、嵌入されているピン9の隣に位置する4個の梁挿通孔30kにボルト7を挿通し、各々螺合孔31dに螺合する。この状態で、2本の梁部材30と梁連結材31とが梁部材30の下面部30f側にて接合されている。 Next, the bolts 7 are inserted into the four beam insertion holes 30k located next to the fitted pins 9 and screwed into the screw holes 31d, respectively. In this state, the two beam members 30 and the beam connecting member 31 are joined on the lower surface portion 30f side of the beam member 30.

次に、下連結材32の当接板部32aが、2本の梁部材30の下面部30fに跨がって当接するように下連結材32を2本の梁部材30の下面部30f上に配置する。このとき、下連結材32に設けられている各補強材挿通孔32cと、ボルト7が挿通されていない各梁挿通孔30k及び各螺合孔31dとが重なり合うように下連結材32を配置する。次に、重なり合う各補強材挿通孔32c及び各梁挿通孔30kに挿通させたボルト7を各螺合孔31dに螺合する(下側接合ステップS3)。この状態で、2本の梁部材30、梁連結材31、及び、下連結材32が一体化されている。 Next, the lower connecting member 32 is placed on the lower surface portion 30f of the two beam members 30 so that the contact plate portion 32a of the lower connecting member 32 straddles and contacts the lower surface portion 30f of the two beam members 30. Place in. At this time, the lower connecting member 32 is arranged so that the reinforcing material insertion holes 32c provided in the lower connecting member 32, the beam insertion holes 30k through which the bolts 7 are not inserted, and the screwing holes 31d overlap each other. .. Next, the bolts 7 inserted through the overlapping reinforcing material insertion holes 32c and the beam insertion holes 30k are screwed into the screw holes 31d (lower joining step S3). In this state, the two beam members 30, the beam connecting member 31, and the lower connecting member 32 are integrated.

次に、下連結材32に設けられている各位置指示孔32dに順次ドリルを当てて、下連結材32の当接板部32a、梁部材30の下面部30f、及び、梁連結材31の下外面部31bを貫通し、位置指示孔32dよりも僅かに大きな直径をなす、ドリルねじ8用の下孔を形成する。次に、形成した各下孔にドリルねじ8を螺合する。この状態で、アルミニウム製の各梁部材30の下面部30fが、アルミニウム・亜鉛合金めっき鋼板製の梁連結材31の下外面部31bと下連結材32の当接板部32aとにより挟持された状態でより密着した状態となる(ドリルねじ螺合ステップS4)。ここで、梁連結材31の下外面部31bと、下連結材32の当接板部32aとが、板状部を両面側から挟む2つの連結板部に相当する。また、ドリルねじ8を螺合した後にはピン9を抜きとっても構わない。 Next, a drill is sequentially applied to each position indicating hole 32d provided in the lower connecting member 32, and the contact plate portion 32a of the lower connecting member 32, the lower surface portion 30f of the beam member 30, and the beam connecting member 31 are formed. A pilot hole for the drill screw 8 is formed so as to penetrate the lower outer surface portion 31b and have a diameter slightly larger than that of the position indicating hole 32d. Next, the drill screw 8 is screwed into each prepared hole formed. In this state, the lower surface portion 30f of each aluminum beam member 30 is sandwiched between the lower outer surface portion 31b of the beam connecting member 31 made of aluminum-zinc alloy plated steel plate and the abutting plate portion 32a of the lower connecting member 32. In this state, the state becomes closer (drill screw screwing step S4). Here, the lower outer surface portion 31b of the beam connecting member 31 and the abutting plate portion 32a of the lower connecting member 32 correspond to two connecting plate portions that sandwich the plate-shaped portion from both sides. Further, the pin 9 may be removed after the drill screw 8 is screwed.

次に、一体化された2本の梁部材30、梁連結材31、及び、下連結材32を、梁部材30の上面部30i側が上方に向くように配置する。
次に、2本の梁部材30上に各々梁化粧材34を載置し、梁化粧材34に設けられている化粧材挿通孔34aと、梁部材30の上面部30iに設けられた梁挿通孔30kに挿通させたボルト7を各々螺合孔31dに螺合して(上側接合ステップS5)、2本の梁部材30を連結が完了する。
Next, the two integrated beam members 30, the beam connecting member 31, and the lower connecting member 32 are arranged so that the upper surface portion 30i side of the beam member 30 faces upward.
Next, the beam decorative material 34 is placed on each of the two beam members 30, and the decorative material insertion hole 34a provided in the beam decorative material 34 and the beam insertion provided in the upper surface portion 30i of the beam member 30 are provided. The bolts 7 inserted through the holes 30k are screwed into the screw holes 31d (upper joining step S5), and the connection of the two beam members 30 is completed.

本実施形態の梁部材30の連結構造によれば、梁連結材31に設けられている2つの連結材側基準孔31cが、2本の梁部材30に各々設けられている梁側基準孔30jと一致している状態で2本の梁部材30が連結されるので、連結材側基準孔31cに基づいて配置されている複数の螺合孔31dと、各梁部材30に設けられている複数の梁挿通孔30kの位置とが一致する。このため、重なるべき梁挿通孔30kと螺合孔31dとの位置が全て重なる状態に、2本の梁部材30と梁連結材31とが配置された状態でボルト7を挿通させることが可能である。このため、各梁挿通孔30kに挿通させたボルト7を螺合して2本の梁部材30を容易に連結することが可能である。 According to the connecting structure of the beam member 30 of the present embodiment, the two connecting member side reference holes 31c provided in the beam connecting member 31 are provided in the two beam member 30s, respectively. Since the two beam members 30 are connected in a state of matching with, a plurality of screw holes 31d arranged based on the connecting member side reference holes 31c and a plurality of screw holes 31d provided in each beam member 30. It coincides with the position of the beam insertion hole 30k. Therefore, it is possible to insert the bolt 7 in a state where the two beam members 30 and the beam connecting member 31 are arranged in a state where the positions of the beam insertion hole 30k and the screw hole 31d to be overlapped are all overlapped. be. Therefore, it is possible to easily connect the two beam members 30 by screwing the bolts 7 inserted into the beam insertion holes 30k.

また、2つの連結材側基準孔31cの間隔に基づいて、各々の梁部材30における梁側基準孔30jに対する小口30aの位置が設定されているので、2つの連結材側基準孔31cの位置と各々の梁部材30の梁側基準孔30jの位置とが一致している状態で、各梁部材30の小口30a同士を当接させて突き合わせることが可能である。このため、梁部材30の小口30a同士が当接されて連結されるので、2本の梁部材30の連結部分における梁3の曲がりの発生を抑制することが可能である。 Further, since the positions of the edges 30a with respect to the beam side reference holes 30j in each beam member 30 are set based on the distance between the two connecting material side reference holes 31c, the positions of the two connecting material side reference holes 31c and It is possible to bring the edges 30a of each beam member 30 into contact with each other and abut each other in a state where the positions of the beam side reference holes 30j of each beam member 30 match. Therefore, since the edges 30a of the beam members 30 are brought into contact with each other and connected to each other, it is possible to suppress the occurrence of bending of the beam 3 at the connecting portion of the two beam members 30.

また、各々の梁部材30の中空部30bに挿入されている梁連結材31の同一平面をなす下外面部31bに2つの連結材側基準孔31cと螺合孔31dとが設けられているので、2つの連結材側基準孔31cに対する螺合孔31dの位置精度をより高めることが可能である。このため、より位置精度が高い2つの連結材側基準孔31cと一致している梁側基準孔30jが設けられている梁部材30の複数の梁挿通孔30kと梁連結材31の複数の螺合孔31dとの位置を容易に合わせることが可能である。 Further, since the lower outer surface portion 31b forming the same plane of the beam connecting member 31 inserted into the hollow portion 30b of each beam member 30, the two connecting member side reference holes 31c and the screwing holes 31d are provided. It is possible to further improve the positional accuracy of the screw holes 31d with respect to the two connecting member side reference holes 31c. Therefore, the plurality of beam insertion holes 30k of the beam member 30 and the plurality of screws of the beam connecting member 31 provided with the beam side reference hole 30j matching the two connecting member side reference holes 31c with higher position accuracy. It is possible to easily align the position with the hole 31d.

また、連結材側基準孔31cと梁側基準孔30jとに挿通されて2本の梁部材30と梁連結材31とを位置合わせするピン9は、連結材側基準孔31c及び梁側基準孔30jに嵌入される円柱部9aの長さが、梁部材30の下面部30fの肉厚と梁連結材31の肉厚とを合わせた厚みよりも長いので、連結材側基準孔31cと梁側基準孔30jとに、いずれもピン9の円柱部9aを配置することが可能である。このため、連結材側基準孔31cと梁側基準孔30jとの中心同士を一致させることが可能である。このため、より高い精度にて2本の梁部材30と梁連結材31とを位置合わせすることが可能である。 Further, the pin 9 which is inserted through the connecting material side reference hole 31c and the beam side reference hole 30j to align the two beam members 30 and the beam connecting material 31 is the connecting material side reference hole 31c and the beam side reference hole. Since the length of the columnar portion 9a fitted into the 30j is longer than the total thickness of the wall thickness of the lower surface portion 30f of the beam member 30 and the wall thickness of the beam connecting member 31, the reference hole 31c on the connecting member side and the beam side It is possible to arrange the cylindrical portion 9a of the pin 9 in the reference hole 30j. Therefore, the centers of the connecting material side reference hole 31c and the beam side reference hole 30j can be aligned with each other. Therefore, it is possible to align the two beam members 30 and the beam connecting member 31 with higher accuracy.

また、連結材側基準孔31c及び梁側基準孔30jと円柱部9aとのクリアランスは、梁挿通孔30kとボルト7とのクリアランスより小さいので、連結材側基準孔31c及び梁側基準孔30jに円柱部9aを、ボルト7よりも先に嵌入することにより、各梁挿通孔30kに挿通させた複数のボルト7を各螺合孔31dにより容易に螺合させることが可能である。 Further, since the clearance between the connecting material side reference hole 31c and the beam side reference hole 30j and the columnar portion 9a is smaller than the clearance between the beam insertion hole 30k and the bolt 7, the connecting material side reference hole 31c and the beam side reference hole 30j By fitting the columnar portion 9a before the bolt 7, it is possible to easily screw the plurality of bolts 7 inserted into the beam insertion holes 30k through the screw holes 31d.

上記実施形態においては、ピン9が嵌入される梁側基準孔30jと連結材側基準孔31cとが、梁3の下面側に位置する下面部30fと下外面部31bに設けられている例について説明したが、これに限るものではない。例えば、ピンが挿入される基準孔は、梁部材及び梁連結材の上面側のみ、または、上下の両面に設けられていても構わない。
また、上記実施形態においては、梁3の下面側にて梁部材30と梁連結材31と先に接合した後に、梁3の上面側にて梁部材30と梁連結材31とを接合する連結方法について説明したが、これに限るものではない。例えば、上面側にピンが嵌入される構成の場合には、上面側にて梁部材と梁連結材と先に接合した後に、下面側にて梁部材と梁連結材とを接合しても構わない。
In the above embodiment, the beam side reference hole 30j into which the pin 9 is fitted and the connecting member side reference hole 31c are provided on the lower surface portion 30f and the lower outer surface portion 31b located on the lower surface side of the beam 3. I explained, but it is not limited to this. For example, the reference hole into which the pin is inserted may be provided only on the upper surface side of the beam member and the beam connecting member, or on both the upper and lower surfaces.
Further, in the above embodiment, the beam member 30 and the beam connecting member 31 are joined first on the lower surface side of the beam 3, and then the beam member 30 and the beam connecting member 31 are joined on the upper surface side of the beam 3. The method has been explained, but it is not limited to this. For example, in the case where the pin is fitted on the upper surface side, the beam member and the beam connecting material may be joined first on the upper surface side, and then the beam member and the beam connecting material may be joined on the lower surface side. do not have.

上記実施形態においては、2本の梁部材30が長手方向に連ねて連結される長尺材の連結構造及び長尺材の連結方法について説明したが、長尺材は、必ずしも長手方向に連ねて連結されていなくともよい。例えば、2本の長尺材が、所定の角度をなして連結されていても、一方の長尺材の小口が他方の長尺材に当接され、一方の長尺材の小口から突出した長尺材連結材が、他方の長尺材側に入り込んで2本の長尺材に掛け渡されており、長尺材連結材に設けられた2つの連結材側基準孔の位置と各々の長尺材に設けられた長尺材側基準孔の位置とが一致している状態で連結されていれば構わない。 In the above embodiment, the connecting structure of the long timber in which the two beam members 30 are connected in the longitudinal direction and the method of connecting the long timbers have been described, but the long timbers are not necessarily connected in the longitudinal direction. It does not have to be connected. For example, even if two long members are connected at a predetermined angle, the edge of one long member is brought into contact with the other long member and protrudes from the edge of one long member. The long material connecting material enters the other long material side and is hung over the two long materials, and the positions of the two connecting material side reference holes provided in the long material connecting material and each of them. It does not matter if they are connected in a state where the positions of the reference holes on the long material side provided in the long material match.

本実施形態の2本の梁部材30の連結構造によれば、2つの梁部材30の、突き合わされている下面部30fと、2つの梁部材30に掛け渡されて下面部30fを両面側から挟む下外面部31b及び当接板部32aとに単一のドリルねじ8が螺合されて締結されているので、連結された状態では、ドリルねじ8と下面部30fとの間にクリアランスが生じない。このため、連結した2つの梁部材30の相対位置の変化が生じ難い梁部材30の連結構造を提供することが可能である。 According to the connecting structure of the two beam members 30 of the present embodiment, the lower surface portions 30f of the two beam members 30 are butted against each other, and the lower surface portions 30f are hung from the two beam members 30 from both sides. Since a single drill screw 8 is screwed and fastened to the lower outer surface portion 31b and the contact plate portion 32a to be sandwiched, a clearance is generated between the drill screw 8 and the lower surface portion 30f in the connected state. do not have. Therefore, it is possible to provide a connecting structure of the beam members 30 in which the relative positions of the two connected beam members 30 are unlikely to change.

また、下面部30fは、当該下面部30fが設けられている2つの梁部材30よりも剛性が高い下外面部31b及び当接板部32aに両面側から挟まれているので、たとえ、ドリルねじ8から下面部30fに支圧が作用したとしても、ドリルねじ8が喰い込むときに下面部30fが厚み方向に膨らむ空間が存在しない。このため、下面部30fに支圧が作用したとしても、下面部30fにおいてドリルねじ8が螺合されている孔は広がらないので、連結した2つの梁部材30の相対位置が変化することを抑制することが可能である。 Further, since the lower surface portion 30f is sandwiched between the lower outer surface portion 31b and the contact plate portion 32a, which have higher rigidity than the two beam members 30 provided with the lower surface portion 30f, from both sides, even if it is a drill screw. Even if a bearing pressure acts on the lower surface portion 30f from 8, there is no space for the lower surface portion 30f to bulge in the thickness direction when the drill screw 8 bites into the lower surface portion 30f. Therefore, even if a bearing pressure acts on the lower surface portion 30f, the hole into which the drill screw 8 is screwed does not expand on the lower surface portion 30f, so that the relative position of the two connected beam members 30 is suppressed from changing. It is possible to do.

また、2つの梁部材30の下面部30fと、下外面部31b及び当接板部32aとがボルト7のみにより締結されている場合には、互いに隣り合うボルト7の螺合箇所の間において下面部30fと、当該下面部30fを両面側から挟む下面部30fと、下外面部31b及び当接板部32aとの間に浮きが生じ易い。上記2つの梁部材30の連結構造によれば、互いに隣り合うボルト7の螺合箇所の間にドリルねじ8が螺合されているので、ボルト7の螺合箇所の間をドリルねじ8により密着させておくことが可能である。このため、連結した2つの梁部材30の相対位置の変化が生じることを、より確実に抑制することが可能である。 Further, when the lower surface portion 30f of the two beam members 30, the lower outer surface portion 31b and the contact plate portion 32a are fastened only by the bolts 7, the lower surface is between the screwed portions of the bolts 7 adjacent to each other. Floating is likely to occur between the lower surface portion 30f, the lower surface portion 30f that sandwiches the lower surface portion 30f from both sides, and the lower outer surface portion 31b and the contact plate portion 32a. According to the connecting structure of the two beam members 30, the drill screw 8 is screwed between the screwed portions of the bolts 7 adjacent to each other, so that the screwed portions of the bolts 7 are brought into close contact with each other by the drill screw 8. It is possible to let it. Therefore, it is possible to more reliably suppress the change in the relative position of the two connected beam members 30.

また、下外面部31b及び当接板部32aのうちの下外面部31bに設けられている螺合孔31dに、当接板部32aと下面部30fとに挿通されているボルト7が螺合されているので、ナットを用いることなく、2つの梁部材30を連結することが可能である。 Further, a bolt 7 inserted into the contact plate portion 32a and the lower surface portion 30f is screwed into the screw hole 31d provided in the lower outer surface portion 31b of the lower outer surface portion 31b and the contact plate portion 32a. Therefore, it is possible to connect the two beam members 30 without using a nut.

また、本実施形態の梁部材30の連結方法によれば、2つの梁部材30の、突き合わされている下面部30fと、2つの梁部材30に掛け渡されて下面部30fを両面側から挟む下外面部31b及び当接板部32aとに単一のドリルねじ8を各々螺合して締結するので、連結された2つの梁部材30とドリルねじ8との間にクリアランスが生じない。このため、連結した2つの梁部材30の相対位置の変化が生じ難い梁部材30の連結方法を提供することが可能である。 Further, according to the method of connecting the beam members 30 of the present embodiment, the lower surface portions 30f of the two beam members 30 are butted against each other and the lower surface portions 30f are sandwiched between the two beam members 30 from both sides. Since a single drill screw 8 is screwed and fastened to the lower outer surface portion 31b and the contact plate portion 32a, no clearance is generated between the two connected beam members 30 and the drill screw 8. Therefore, it is possible to provide a method of connecting the beam members 30 in which the relative positions of the two connected beam members 30 are unlikely to change.

また、上記実施形態においては、各梁部材30に2つの梁側基準孔30jが設けられ、梁連結材31に4個の連結材側基準孔31cが設けられている例について説明したが、これに限らず、少なくとも各梁部材に1つの梁側基準孔が設けられ、梁連結材の両端部側にそれぞれ1個の連結材側基準孔が設けられていれば構わない。 Further, in the above embodiment, an example in which two beam-side reference holes 30j are provided in each beam member 30 and four connecting member-side reference holes 31c are provided in the beam connecting member 31 has been described. However, at least one beam-side reference hole may be provided in each beam member, and one connecting member-side reference hole may be provided on both ends of the beam connecting member.

また、上記実施形態においては、梁連結材31に設けられている螺合孔31dにボルト7を螺合する例について説明したが、これに限るものではない。例えば、梁連結材にボルトが挿通される挿通孔が設けられており、当接板部、下面部とともに挿通されたボルトにナットが螺合されて締結されていても構わない。 Further, in the above embodiment, an example in which the bolt 7 is screwed into the screw hole 31d provided in the beam connecting member 31 has been described, but the present invention is not limited to this. For example, the beam connecting member may be provided with an insertion hole through which a bolt is inserted, and a nut may be screwed into and fastened to the bolt inserted together with the contact plate portion and the lower surface portion.

上記実施形態においては、挿通部材をピン9とした例について説明したが、これに限らず、例えば、挿通部材は、梁部材及び梁連結材のいずれにも螺合されるねじであっても構わない。 In the above embodiment, an example in which the insertion member is a pin 9 has been described, but the present invention is not limited to this, and for example, the insertion member may be a screw screwed into either the beam member or the beam connecting member. do not have.

上記実施形態においては、長尺材として梁を例に挙げて説明したが、これに限るものではない。例えば、桁、母屋、枠など、断面の縦及び横の長さよりも、断面と直交する方向の長さが十分に長い部材が長尺材に相当する。 In the above embodiment, a beam has been described as an example of a long lumber, but the present invention is not limited to this. For example, a member such as a girder, a purlin, a frame, or the like whose length in the direction orthogonal to the cross section is sufficiently longer than the vertical and horizontal lengths of the cross section corresponds to a long member.

上記実施形態は、本発明の理解を容易にするためのものであり、本発明を限定して解釈するためのものではない。本発明は、その趣旨を逸脱することなく、変更、改良され得ると共に、本発明にはその等価物が含まれることはいうまでもない。 The above embodiment is for facilitating the understanding of the present invention, and is not for limiting the interpretation of the present invention. It goes without saying that the present invention can be modified and improved without departing from the spirit thereof, and the present invention includes an equivalent thereof.

本実施形態には、少なくとも以下の発明が含まれる。
長手方向に連ねられる2本の長尺材と、前記2本の長尺材に掛け渡される長尺材連結材と、を有し、各々の前記長尺材は、基準となる長尺材側基準孔と、前記長尺材側基準孔に基づいて配置され複数のボルトが挿通される挿通孔と、を有し、前記長尺材連結材は、基準となる2つの連結材側基準孔と、前記連結材側基準孔に基づいて配置され前記複数のボルトが螺合される螺合孔と、を有し、前記2つの連結材側基準孔の位置と各々の前記長尺材の前記長尺材側基準孔の位置とが一致している状態で連結されていることを特徴とする長尺材の連結構造である。
The present embodiment includes at least the following inventions.
It has two long members that are connected in the longitudinal direction and a long member connecting member that is hung over the two long members, and each of the long members is a reference long member side. It has a reference hole and an insertion hole arranged based on the long material side reference hole through which a plurality of bolts are inserted, and the long material connecting material has two reference connecting material side reference holes as a reference. , A screw hole arranged based on the connecting material side reference hole and into which the plurality of bolts are screwed, and the positions of the two connecting material side reference holes and the length of each of the long members. It is a connecting structure of a long material, characterized in that it is connected in a state where the positions of the reference holes on the length material side are in agreement with each other.

このような長尺材の連結構造によれば、長尺材連結材に設けられている2つの連結材側基準孔が、2本の長尺材に各々設けられている長尺材側基準孔と一致している状態で2本の長尺材が連結されるので、連結材側基準孔に基づいて配置されている複数の螺合孔と、各長尺材に設けられている複数の挿通孔の位置とが一致する。このため、重なるべき挿通孔と螺合孔との位置が全て重なる状態に、2本の長尺材と長尺材連結材とが配置された状態でボルト挿通させることが可能である。このため、各挿通孔に挿通させたボルトを螺合して2本の長尺材を容易に連結することが可能である。 According to such a long material connecting structure, the two connecting material side reference holes provided in the long material connecting material are provided in the two long materials, respectively. Since the two long members are connected in a state of matching with, a plurality of screw holes arranged based on the reference holes on the connecting member side and a plurality of insertions provided in each long member are inserted. The position of the hole matches. Therefore, it is possible to insert the bolt in a state where the two long members and the long member connecting member are arranged in a state where the positions of the insertion holes and the screw holes to be overlapped are all overlapped. Therefore, it is possible to easily connect the two long members by screwing the bolts inserted into the insertion holes.

かかる長尺材の連結構造であって、前記2本の長尺材は、互いの小口が突き合わされて連結されており、前記2つの連結材側基準孔の間隔に基づいて、各々の前記長尺材における前記長尺材側基準孔に対する前記小口の位置が設定されていることを特徴とする。 In the connecting structure of the long members, the two long members are connected by abutting the edges of each other, and each of the two long members is connected based on the distance between the two reference holes on the connecting member side. It is characterized in that the position of the edge with respect to the reference hole on the long member side of the shaku member is set.

このような長尺材の連結構造によれば、2つの連結材側基準孔の間隔に基づいて、各々の長尺材における長尺材側基準孔に対する小口の位置が設定されているので、2つの連結材側基準孔の位置と各々の長尺材の長尺材側基準孔の位置とが一致している状態で、各長尺材の小口同士を当接させて突き合わせることが可能である。このため、長尺材の小口同士が当接されて連結されるので、2本の長尺材の連結部分における曲がりの発生を抑制することが可能である。 According to such a connecting structure of the long material, the position of the edge with respect to the long material side reference hole in each long material is set based on the distance between the two connecting material side reference holes. With the positions of the reference holes on the connecting material side and the reference holes on the long material side of each long material being the same, the edges of each long material can be brought into contact with each other and abutted against each other. be. Therefore, since the edges of the long members are brought into contact with each other and connected to each other, it is possible to suppress the occurrence of bending at the connecting portion of the two long members.

かかる長尺材の連結構造であって、各々の前記長尺材部材は、長手方向に貫通し断面が同一の矩形状の中空部を備えており、前記長尺材連結材は、断面が矩形状をなして前記2本の長尺材の前記中空部内に挿入されており、前記2つの連結材側基準孔と前記螺合孔とは、前記長尺材連結材の同一平面をなす外側面に設けられていることを特徴とする。 In such a long material connecting structure, each of the long material members has a rectangular hollow portion penetrating in the longitudinal direction and having the same cross section, and the long material connecting material has a rectangular cross section. The two long members are inserted into the hollow portion in a shape, and the two connecting member side reference holes and the screwing holes are outer surfaces forming the same plane of the long member connecting members. It is characterized in that it is provided in.

このような長尺材の連結構造によれば、各々の長尺材の中空部に挿入されている長尺材連結材の同一平面をなす外側面に2つの連結材側基準孔と螺合孔とが設けられているので、2つの連結材側基準孔に対する螺合孔の位置精度をより高めることが可能である。このため、より位置精度が高い2つの連結材側基準孔と一致している長尺材側基準孔が設けられている長尺材の複数の挿通孔と長尺材連結材の複数の螺合孔との位置を容易に合わせることが可能である。 According to such a long material connecting structure, two connecting material side reference holes and screw holes are formed on the coplanar outer surface of the long material connecting material inserted in the hollow portion of each long material. Since and is provided, it is possible to further improve the positional accuracy of the screw holes with respect to the two connecting member side reference holes. For this reason, a plurality of insertion holes for a long material and a plurality of threads for the long material connecting material are provided with a long material side reference hole that matches the two connecting material side reference holes with higher position accuracy. It is possible to easily align the position with the hole.

かかる長尺材の連結構造であって、前記連結材側基準孔と前記長尺材側基準孔とは、それらを挿通する挿通部材により位置が一致されており、前記挿通部材は、前記連結材側基準孔及び前記長尺材側基準孔に嵌入される円柱部を有しており、前記円柱部の長さは、前記長尺材の肉厚と、前記長尺材連結材の肉厚とを加えた厚みよりも長いことを特徴とする。 In such a connecting structure of a long material, the connecting material side reference hole and the long material side reference hole are positioned at the same position by an insertion member through which they are inserted, and the insertion member is the connecting material. It has a side reference hole and a columnar portion to be fitted into the long material side reference hole, and the length of the columnar portion is the wall thickness of the long material and the wall thickness of the long material connecting material. It is characterized in that it is longer than the thickness to which is added.

このような長尺材の連結構造によれば、連結材側基準孔と長尺材側基準孔とに挿通されて2本の長尺材と長尺材連結材とを位置合わせする挿通部材は、連結材側基準孔及び長尺材側基準孔に嵌入される円柱部の長さが、長尺材の肉厚と、長尺材連結材の肉厚とを加えた厚みよりも長いので、連結材側基準孔と長尺材側基準孔とに、いずれも挿通部材の円柱部を配置することが可能である。このため、連結材側基準孔と長尺材側基準孔との中心同士を一致させることが可能である。このため、より高い精度にて2本の長尺材と長尺材連結材とを位置合わせすることが可能である。 According to such a connecting structure of a long material, an insertion member that is inserted through a reference hole on the connecting material side and a reference hole on the long material side to align the two long materials and the long material connecting material is Since the length of the columnar portion fitted into the connecting material side reference hole and the long material side reference hole is longer than the total thickness of the long material wall thickness and the long material connecting material wall thickness. It is possible to arrange the cylindrical portion of the insertion member in both the reference hole on the connecting material side and the reference hole on the long material side. Therefore, it is possible to align the centers of the connecting material side reference hole and the long material side reference hole. Therefore, it is possible to align the two long members and the long member connecting member with higher accuracy.

かかる連結構造であって、前記連結材側基準孔及び前記長尺材側基準孔と前記円柱部とのクリアランスは、前記挿通孔と前記ボルトとのクリアランスより小さいことを特徴とする。 In such a connecting structure, the clearance between the connecting material side reference hole and the long material side reference hole and the columnar portion is smaller than the clearance between the insertion hole and the bolt.

このような長尺材の連結構造によれば、連結材側基準孔及び長尺材側基準孔と円柱部とのクリアランスは、挿通孔とボルトとのクリアランスより小さいので、連結材側基準孔及び長尺材側基準孔に円柱部を、ボルトよりも先に嵌入することにより、各挿通孔に挿通させた複数のボルトを各螺合孔により容易に螺合させることが可能である。 According to such a connecting structure of a long material, the clearance between the connecting material side reference hole and the long material side reference hole and the columnar portion is smaller than the clearance between the insertion hole and the bolt. By inserting the cylindrical portion into the reference hole on the long member side before the bolt, it is possible to easily screw a plurality of bolts inserted into the respective insertion holes through the respective screw holes.

6 ボルト、8 ピン、9a 円柱部、20 梁部材30a 小口、
30b 中空部、30j 梁側基準孔、30k 梁挿通孔、21 梁連結材、
31e 下面、31c 連結材側基準孔、31d 螺合孔
6 bolts, 8 pins, 9a columnar part, 20 beam member 30a edge,
30b hollow part, 30j beam side reference hole, 30k beam insertion hole, 21 beam connecting material,
31e lower surface, 31c connecting material side reference hole, 31d screw hole

Claims (5)

2本の長尺材と、
前記2本の長尺材に掛け渡される長尺材連結材と、
を有し、
各々の前記長尺材は、基準となる長尺材側基準孔と、前記長尺材側基準孔に基づいて配置されボルトが挿通される複数の挿通孔と、を有し、
前記長尺材連結材は、基準となる2つの連結材側基準孔と、前記連結材側基準孔に基づいて配置され前記ボルトが螺合される複数の螺合孔と、を有し、
前記2つの連結材側基準孔の位置と各々の前記長尺材の前記長尺材側基準孔の位置とが一致し、前記2本の長尺材の互いの小口が当接している状態で突き合わされて連結されていることを特徴とする長尺材の連結構造。
Two long materials and
A long material connecting material that is hung over the two long materials and
Have,
Each of the long members has a reference hole on the long member side as a reference, and a plurality of insertion holes arranged based on the reference hole on the long member side and through which bolts are inserted.
The long material connecting material has two reference holes on the connecting material side as a reference, and a plurality of screwing holes arranged based on the reference holes on the connecting material side and into which the bolts are screwed.
In a state where the positions of the two connecting material side reference holes coincide with the positions of the long material side reference holes of each of the long materials, and the edges of the two long materials are in contact with each other. A long material connection structure characterized by being butted and connected.
請求項1に記載の長尺材の連結構造であって
記2つの連結材側基準孔の間隔に基づいて、各々の前記長尺材における前記長尺材側基準孔に対する前記小口の位置が設定され、
前記2つの連結材側基準孔の長手方向における間隔は、前記2本の長尺材の小口同士を突き合わせたときの、一方の前記長尺材の前記長尺材側基準孔と他方の長尺材の前記長尺材側基準孔との間隔と一致していることを特徴とする長尺材の連結構造。
The long material connecting structure according to claim 1 .
Based on the distance between the two connecting material side reference holes, the position of the edge with respect to the long material side reference hole in each of the long materials is set.
The distance between the two reference holes on the connecting member side in the longitudinal direction is the distance between the reference holes on the long member side of one of the long members and the length of the other when the edges of the two long members are butted against each other. A connecting structure of a long material, characterized in that the distance between the material and the reference hole on the long material side is the same.
請求項1または請求項2に記載の長尺材の連結構造であって、
各々の前記長尺材は、長手方向に貫通し断面が同一の矩形状の中空部を備えており、
前記長尺材連結材は、断面が矩形状をなして前記2本の長尺材の前記中空部内に挿入されており、
前記2つの連結材側基準孔と前記螺合孔とは、前記長尺材連結材の同一平面をなす外側面に設けられていることを特徴とする長尺材の連結構造。
The long material connecting structure according to claim 1 or 2.
Each of the long members has a rectangular hollow portion that penetrates in the longitudinal direction and has the same cross section.
The long material connecting material has a rectangular cross section and is inserted into the hollow portion of the two long materials.
The two connecting member side reference holes and the screwing holes are provided on the outer surface of the long member connecting member on the same plane, which is a connecting structure of the long member.
請求項1乃至請求項3のいずれかに記載の長尺材の連結構造であって、
前記連結材側基準孔と前記長尺材側基準孔とは、それらを挿通する挿通部材により位置が一致されており、
前記挿通部材は、前記連結材側基準孔及び前記長尺材側基準孔に嵌入される円柱部を有しており、
前記円柱部の長さは、前記長尺材の肉厚と、前記長尺材連結材の肉厚とを加えた厚みよりも長いことを特徴とする長尺材の連結構造。
The long material connecting structure according to any one of claims 1 to 3.
The positions of the connecting material side reference hole and the long material side reference hole are aligned by the insertion member through which they are inserted.
The insertion member has a reference hole on the connecting material side and a cylindrical portion fitted into the reference hole on the long material side.
The length of the columnar portion is longer than the total thickness of the wall thickness of the long material and the wall thickness of the long material connecting material.
請求項4に記載の長尺材の連結構造であって、
前記連結材側基準孔及び前記長尺材側基準孔と前記円柱部とのクリアランスは、前記挿通孔と前記ボルトとのクリアランスより小さいことを特徴とする長尺材の連結構造。
The long material connecting structure according to claim 4.
A structure for connecting a long material, characterized in that the clearance between the connecting material side reference hole and the long material side reference hole and the columnar portion is smaller than the clearance between the insertion hole and the bolt.
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JP2003321872A (en) 2002-04-30 2003-11-14 Panahome Corp Building structure
WO2010062084A2 (en) 2008-11-26 2010-06-03 고려대학교 산학협력단 Steel beam assembling machine using y-shaped connector for guidance and method of assembling steel beam using same
JP2012127165A (en) 2010-12-17 2012-07-05 Takenaka Komuten Co Ltd Structure for joining steel material
JP2017110357A (en) 2015-12-15 2017-06-22 新日鐵住金株式会社 Joining structure
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